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Settlement of Diagnostic Method and Proposal of Maintenance and Modemization in Hagia Sophia and Some Related Historical Structures

Settlement of Diagnostic Method and Proposal of Maintenance and Modemization in Hagia Sophia and Some Related Historical Structures
圣索菲亚大教堂及相关历史建筑诊断方法的解决及维护现代化建议
批准号:
07555179
负责人:
ITO Norio
金额:
$8.45万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (A)
财政年份:
1995
资助国家:
日本
项目状态:
已结题
起止时间:
1995 至 1997

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中文摘要
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英文摘要
The results of this study are as follows :1)The estimation of the propotion of mortar which is used for Hagia Sophia is river sand 2, slaked lime 1, brick 2/3, at the capacity ratio the histroical records in the 1st century B.C.and the 15th century.2)Compressive strength of mortar depends on the slaked lime quantity. It was possible to know that the bending strength and the tensile strrength were about 1/2, about 1/10 of compressive strength. As for dynamic modulus of elasticity of mortar had 2-4.2*10^3 N/mm^2, it was about 1/10-1/15 of the young's modulus of concerte. And the dynamic modulus of elasticity could be seen by the result of analysis for minaret.3)It is conspicuous that a specific gravity and the dynamic modulus of elasticity increase distiguishedly with the slaked lime mortar under the environment with 5% of CO^2 concentration. The compressive strength of mortar when asselerated carbonization curing was about 2.3-3.6 times, the tesile strength was about 1.7-3.4 times and t … More he dynamic modulus of elasticity was about 1.8-2.7 times of values. These values were high and also it found that the tensile strength was about 1/8-1/12 of the compressive strength.4)Mortar with carbonization was delayd by degradation distinguishedly with the mortar which was sprayd with sulfuric acid with 10% of mole concentration and hydrochloric acid.5)The result of freezing and thawing examination showed that the mortar with carbonization was excellent in frost damage resistance when making temperature setting from +5 to -5゚C.6)The most important countermeasure is humid elimination from a point of view of environmental engineering. Humidity in space causes deterioration of building material through dew condensation. The moisture air from the human dody is the main source. It probably stays to the space upper part. Ventilation caused by buoyancy is much expected to motive power of exhaust, because it is not needed to energy consumption. In cool season (involving winer), it seems nessesary to use together of machine dehumidification for safety. In order to influence dust adhesion, a dew condensation check becomes activity, it is expected to use of dust elimi-native machine and goods (ex.air-shower, dust eliminating mat・・・).7)The judgment of strength of Hagia Sophia is difficult, because sampling investigation is prohibited about a Young's modulus, the material strenght of the existing cathedral and so on. Young's modulus and material strength was estimated by the study, the spot investigation result, microtremor results and the experiment result. When the ground motion accelration was 80-100Gal, Hagia Sophia was safe in the directionof east-west and north-south respectively and is prodent in the structure analysis which inflicted a level load. In case of 300-400Gal, it reveals a dangerous situation.8)In the middle of the crossing arch across the east side and west side, destruction may be caused by the occurring hinge, therefore, the arch needs reinforcement. Less
期刊论文(22)
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科研奖励(0)
会议论文
青木 孝義, 伊藤 憲雄, 角舎 輝典: "ハギア・ソフィア大聖堂を中心とする歴史的建築物のモルタルの変形について" コンクリート工学年次大会論文報告集. Vol.19,2. 1671-1676 (1997)
Takayoshi Aoki、Norio Ito、Terunori Kakusha:“关于圣索菲亚大教堂等历史建筑中砂浆的变形”混凝土工程年会论文集,第 19 卷,2. 1671-1676 (1997)。
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通讯作者:
T.AOKI,N.ITO,T.KADOYA,A.Miyamura: "Chemical Resistance of Mortar Used For Hagia Sophia and Some Related Structures" Proceedings of the Japan Concrete Institute. Vol.20 (Contnbuting). (1998)
T.AOKI、N.ITO、T.KADOYA、A.Miyamura:“圣索菲亚大教堂和一些相关结构所用砂浆的耐化学性”日本混凝土学会会议录。
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通讯作者:
青木 孝義, 伊藤 憲雄, 角舎 輝典: "ハギア・ソフィア大聖堂を中心とする歴史的建築物のモルタルの耐薬品性について" コンクリート工学年次大会論文報告集. Vol.20(投稿中). (1998)
Takayoshi Aoki、Norio Ito、Terunori Kakusha:“圣索菲亚大教堂等历史建筑砂浆的耐化学性”混凝土工程年会论文集第 20 卷(目前正在提交)。
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通讯作者:
T.AOKI,N.ITO: "Strength of Mortar Used For Hagia Sophia and Some Related Structures" Proceedings of the Japan Conerete Institute. Vol.18, No.2. 1523-1528 (1996)
T.AOKI,N.ITO:“圣索菲亚大教堂和一些相关结构使用的砂浆强度”日本 Conerete 研究所会议录。
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